A new method to improve the effectiveness of vacuum preloading on the consolidation of dredged fill in Wenzhou

Author:

Cai Y-Q1,Wang J.1,Ma J.1,Wang P.1,Fu H.1

Affiliation:

1. College of Architecture and Civil Engineering, Wenzhou University

Publisher

The Japanese Geotechnical Society

Subject

General Computer Science

Reference15 articles.

1. 1) Bache, D. H. and E. N. Papavasilopoulos (2003). Dewatering of alumino-humic sludge: Impacts of hydroxide. Water Research 37(14): 3289-3298.

2. 2) Bergado, D. T., A. S. Balasubramaniam, R. J. Fannin and R. D. Holtz (2002). Prefabricated vertical drains (pvds) in soft bangkok clay: A case study of the new bangkok international airport project. Canadian Geotechnical Journal 39(2): 304-315.

3. 3) Chih Chao, W., H. Chihpin and D. J. Lee (1997). Effects of polymer dosage on alum sludge dewatering characteristics and physical properties. Colloids and Surfaces A: Physicochemical and Engineering Aspects 122(1–3): 89-96.

4. 4) Chu, J., M. W. Bo and V. Choa (2004). Practical considerations for using vertical drains in soil improvement projects. Geotextiles and Geomembranes 22(1-2): 101-117.

5. 5) Chu, J. and S. W. Yan (2005). Application of the vacuum preloading method in soil improvement projects. Ground improvement - case histories. I. Buddhima and C. Jian, Elsevier. Volume 3: 91-117.

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